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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC OLAVANKAVIL HOUSE CHALICODE ELETTIL PO KODUVALLY 673572 | KOZHIKODE | KERALA | 673572 | L1 | Accepted-AOC lowest bidder | |
| 2 | Rejected-Technical KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | - | Rejected-Technical higher than L1 | |
| 3 | Rejected-Technical | - | Rejected-Technical higher than L1 | |
| 4 | Rejected-Technical | - | Rejected-Technical higher than L1 | |
| 5 | Rejected-Technical | - | Rejected-Technical higher than L1 |
| Sl No | Description | Qty | Unit | SALIH N M L5 | RITHU M.V L3 | V. ASHRAF L2 | ELETTIL LABOUR CONTRACT SOCIETY LTD L1 | SHIBU K P L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road work | ||||||||
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 475 | sqm | 8 ₹3,800 Lowest | 35.74 ₹16,976.5 | 35 ₹16,625 | 33.67 ₹15,993.25 | 40 ₹19,000 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 42.75 | cum | 2,350 ₹1,00,462.5 | 2,346.83 ₹1,00,326.98 | 2,340 ₹1,00,035 | 2,212.06 ₹94,565.57 Lowest | 2,700 ₹1,15,425 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 85.5 | cum | 8,375 ₹7,16,062.5 | 6,699.92 ₹5,72,843.16 | 6,600 ₹5,64,300 | 5,955.37 ₹5,09,184.14 Lowest | 7,200 ₹6,15,600 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 9.9 | cum | 450 ₹4,455 | 464.23 ₹4,595.88 | 460 ₹4,554 | 437.09 ₹4,327.19 Lowest | 575 ₹5,692.5 |
Tender Value
₹9.1 L
EMD Value
₹22,773
Closing Date
16 Sept 2026, 5:00 pmClosed
Shahul Hameed AM
Assistant engineer LID and EW Sub division Chelannur Block
Annual Plan 2026 27 Chelannur Block Panchayath Pro No 68 Kaithakotta Pullapramala road side ketti samrakshikkal In Chelannur Grama Panchayath
2026_LSGD_868612_4
2026-27/AE/LSGD/CBP/ PHASE 2
Open Tender
Civil Works - Roads
Item Rate
150 days
Chelannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,010
Yes
₹22,773
Yes
14 Oct 2026
9 Sept 2026
18 Sept 2026
9 Sept 2026
16 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 475 | sqm | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 42.75 | cum | - | - |
| 1.003 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 85.5 | cum | - | - |
| 1.004 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 9.9 | cum | - | - |
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